[Book][PERFORM-3D Theory and Tutorials — Table of Contents]

[Book] PERFORM-3D Theory and Tutorials — Table of Contents [English Version]


Section I: Fundamentals

Chapter 1 Introduction of PERFORM-3D

1.1 Introduction…………………………………………………………………………. 18

1.2 Software Interface ………………………………………………………………… 18

1.3 Modeling Phase ……………………………………………………………………. 19

1.3.1 Overall Information for Structure ……………………………………….. 20

1.3.2 Nodes …………………………………………………………………………… 20

1.3.3 Component Properties ………………………………………………………21

1.3.4 Elements ………………………………………………………………………..23

1.3.5 Add or Delete Frames ………………………………………………………. 24

1.3.6 Load Patterns …………………………………………………………………. 25

1.3.7 Import/Export Structure Data ……………………………………………. 25

1.3.8 Drifts and Deflections ………………………………………………………. 26

1.3.9 Structure Sections …………………………………………………………. 27

1.3.10 Limit States ………………………………………………………………… 28

1.3.11 Inactive Elements ………………………………………………………… 28

1.4 Analysis Phase ……………………………………………………………………. 28

1.4.1 Load Cases …………………………………………………………………… 29

1.4.2 Run analysis …………………………………………………………………. 30

1.4.3 Modal Analysis Results …………………………………………………… 30

1.4.4 Energy Balance …………………………………………………………….. 31

1.4.5 Limit State Groups ………………………………………………………… 32

1.4.6 Deflected Shapes …………………………………………………………… 32

1.4.7 Time Histories ………………………………………………………………. 32

1.4.8 Hysteresis Loops ……………………………………………………………. 33

1.4.9 Moment and Shear diagrams ……………………………………………. 33

1.4.10 General Push-over Plot …………………………………………………. 33

1.4.11 Target Displacement Method ………………………………………….. 33

1.4.12 Usage Ratio Graphs ……………………………………………………… 34

1.4.13 Combinations and Envelopes …………………………………………. 34

1.5 Summary ………………………………………………………………………….. 34

1.6 References …………………………………………………………………………. 34

Chapter 2 Quick Start Example: Elastic Analysis of Planar Steel Frames

2.1 Introduction of Example……………………………………………………………… 35

2.2 Modelling…………………………………………………………………………………. 36

2.2.1 Start PERFORM-3D……………………………………………………………… 36

2.2.2 Overall information ……………………………………………………….. 36

2.2.3 Nodes ………………………………………………………………………….. 37

2.2.4 Component Properties ……………………………………………………. 41

2.2.5 Elements ……………………………………………………………………… 43

2.2.6 Load Patterns ……………………………………………………………….. 46

2.2.7 Drifts and Deflections …………………………………………………….. 47

2.2.8 Structural Sections ………………………………………………………… 48

2.2.9 Limit States …………………………………………………………………. 50

2.3 Modal Analysis …………………………………………………………………… 50

2.4 Static Analysis ……………………………………………………………………. 52

2.4.1 Build Load Case…………………………………………………………………… 52

2.4.2 Build Analysis Sequence …………………………………………………. 53

2.4.3 View Analysis Result ……………………………………………………… 54

2.5 Dynamic Time-history Analysis ……………………………………………… 58

2.5.1 Define Load Case…………………………………………………………………. 58

2.5.2 Build Analysis Sequence …………………………………………………. 60

2.5.3 View Analysis Result ……………………………………………………… 61

2.6 Response Spectra Analysis ……………………………………………………. 62

2.6.1 Define Load Case…………………………………………………………………. 62

2.6.2 Build Analysis Sequence …………………………………………………. 65

2.6.3 View Analysis Result ……………………………………………………… 65

2.7 Summary…………………………………………………………………………………. 66

2.8 References …………………………………………………………………………. 66

Section II: Theory and Examples

Chapter 3 Uniaxial Constitutive Relationship of Steel and Concrete Material

3.1 Introduction ………………………………………………………………………. 69

3.2 Uniaxial Constitutive Relation of Steel ……………………………………. 69

3.2.1 Bilinear Elasto-plastic Model………………………………………………….. 69

3.2.2 Mengegotto & Pinto Model……………………………………………………. 69

3.3 Uniaxial Constitutive Relation of Concrete ………………………………. 71

3.3.1 Uniaxial Stress-Strain Relation……………………………………………….. 71

3.3.2 Uniaxial Constitution of Concrete under Cyclic Loading……………… 83

3.4 Skeleton Curves and Hysteretic Loops in PERFORM-3D …………….. 86

3.4.1 Skeleton Curves ……………………………………………………………. 86

3.4.2 Hysteretic Loops ……………………………………………………………. 87

3.5 Uniaxial Constitutive Relation of Steel and Concrete Material in PERFORM-3D 91

3.5.1 Steel Material in PERFORM-3D ……………………………………….. 91

3.5.2 Concrete Material in PERFORM-3D ………………………………….. 92

3.6 Summary ………………………………………………………………………….. 94

3.7 References …………………………………………………………………………. 96

Chapter 4 Plastic Hinge Model

4.1 Plastic Hinge Model of Beam and Column ……………………………….. 96

4.2 Moment Plastic Hinge (M Hinge)…………………………………………….. 96

4.2.1 Angle Plastic Hinge………………………………………………………………. 96

4.2.2 Curvature Plastic Hinge ……………………………………………………….. 97

4.2.3 Rigid-Plastic Hinge Definition……………………………………………….. 97

4.2.4 Example of M Hinge Parameter Definition……………………………… 98

4.3 Moment-Axial Hinge (PMM Hinge) ……………………………………… 107

4.3.1 Examples for PMM Hinge Parameter Definition ……………………….. 108

4.4 Plastic Hinge Model Examples…………………………………………………….. 117

4.4.1 Examples Introduction ………………………………………………….. 117

4.4.2 Model Phase ……………………………………………………………….. 118

4.4.3 Analysis Phase …………………………………………………………….. 123

4.4.4 Analysis Result…………………………………………………………………… 125

4.5 Summary …………………………………………………………………………. 127

4.6 References ……………………………………………………………………….. 127

Chapter 5 Fibre Section Model

5.1 Fibre Section Model of Beam and Column ……………………………… 129

5.2 Fibre Section Model of Beam and Column in PERFORM-3D …….. 129

5.2.1 Examples Introduction ………………………………………………….. 129

5.2.2 Examples Introduction ………………………………………………….. 129

5.3 Examples for Fibre Section Model of beam and Column ……………. 130

5.3.1 Examples Introduction ………………………………………………….. 130

5.3.2 Model Phase………………………………………………………………………. 131

5.3.3 Analysis Phase……………………………………………………………………. 138

5.3.4 Analysis Result…………………………………………………………………… 139

5.4 Shear Strength Section……………………………………………………………… 140

5.4.1 Concept Introduction ……………………………………………………. 140

5.4.2 Examples for Shear Strength Section Applicaiton……………………… 142

5.5 Axial Elongation Effect of Fibre element of Beam and Column…………. 145

5.6 Summary …………………………………………………………………………. 147

5.7 References ……………………………………………………………………….. 148

Chapter 6 Shear Wall Simulation

6.1 Introduction …………………………………………………………………….. 149

6.2 Multi Vertical Linear Element Model (MVLEM) Theory………… 149

6.2.1 Research Background of MVLEM …………………………………… 149

6.2.2 Fundamental form of MVLEM ……………………………………….. 151

6.3 Introduction of Shear Wall Macroscopic Element in PERFORM-3D…… 152

6.4 Examples for Numerical Simulation of Shear Wall Model ………….. 154

6.4.1 Experiment Introduction ……………………………………………….. 154

6.4.2 Model Phase………………………………………………………………………. 156

6.4.3 Analysis Phase……………………………………………………………………. 164

6.4.4 Push-over Analysis ………………………………………………………. 166

6.4.5 Low Cyclic Load Simulation ………………………………………….. 167

6.5 Summary …………………………………………………………………………. 168

6.6 References ……………………………………………………………………….. 168

Chapter 7 Infilled Wall Simulation

7.1 Principle Analysis…………………………………………………………………….. 170

7.1.1 Failure Mechanism of Infilled Wall ………………………………….. 170

7.1.2 Analysis Model of Infilled Wall ………………………………………. 170

7.1.3 Parameter Definition of Diagonal Strut model………………………….. 171

7.1.4 Simulation method of Infilled Wall in PERFORM-3D………………… 175

7.2 Examples Introduction ……………………………………………………….. 175

7.3 Model Phase……………………………………………………………………………. 176

7.3.1 Definition of material of Equivalent Strut …………………………. 177

7.3.2 Definition of Concrete Strut Component…………………………………. 179

7.3.3 Definition of Composite Component ……………………………….. 180

7.3.4 Definition of Load Pattern …………………………………………….. 180

7.3.5 Definition of Drifts ………………………………………………………. 181

7.3.6 Definition of Structure sections ………………………………………. 181

7.3.7 Definition of Limit State ……………………………………………….. 181

7.4 Analysis Phase…………………………………………………………………………. 182

7.4.1 Definition of Gravity Load Case ……………………………………… 182

7.4.2 Definition of Dynamic Force Load Case …………………………… 182

7.4.3 Definition of Analysis Series ………………………………………….. 183

7.5 Analysis Result …………………………………………………………………. 183

7.5.1 Comparison between Frame Structure Calculation Result and Experiment Result. 183

7.5.2 Comparison between Infilled Frame Structure Calculation Result

and Experiment Result …………………………………………………. 184

7.5.3 Comparison  of Hysteretic Behaviour of Frame Structure and

Infilled Frame Structure ……………………………………………….. 184

7.6 Summary …………………………………………………………………………. 185

7.7 References ……………………………………………………………………….. 185

Chapter 8 Viscous Damper

8.1 Principle Analysis…………………………………………………………………….. 187

8.1.1 Energy Dissipation Mechanism of Viscous Damper …………….. 187

8.1.2 Simulation of Viscous Damper in PERFORM-3D……………………… 190

8.2 Examples Introduction ……………………………………………………….. 192

8.3 Model Phase……………………………………………………………………………. 192

8.3.1 Operate on Nodes……………………………………………………………….. 192

8.3.2 Definition of Components……………………………………………………. 193

8.3.3 Building elements………………………………………………………………. 196

8.3.4 Definition of Drift Angle ……………………………………………….. 197

8.3.5 Definition of Structure Section……………………………………………… 197

8.4 Analysis Phase ………………………………………………………………….. 198

8.4.1 Definition of seismic case ……………………………………………… 198

8.4.2 Building analysis sequence …………………………………………….. 199

8.5 Analysis Results ………………………………………………………………… 200

8.5.1 Simulation Analysis Results………………………………………………….. 200

8.5.2 Dynamic Time History Analysis Results………………………………….. 201

8.5.3 Analysis Results Comparison between Dampers and Without Dampers………. 204

8.6 Summary …………………………………………………………………………. 204

8.7 References ……………………………………………………………………….. 205

Chapter 9 Buckling Restrained Brace

9.1 Principle Analysis…………………………………………………………………….. 206

9.1.1 Stability of Compression Bar and Mechanics Performance of Normal Brace… 206

9.1.2 Mechanics Performance and Components of Buckling Restrained Brace  207

9.1.3 Simulation of BRB in PERFORM-3D……………………………………… 208

9.2 Examples Introduction ……………………………………………………….. 211

9.3 Model Phase……………………………………………………………………………. 213

9.3.1 Operate on Nodes……………………………………………………………….. 213

9.3.2 Definition of Materials…………………………………………………………. 214

9.3.3 Definition of Structure Section ………………………………………. 215

9.3.4 Definition of BRB Component ……………………………………….. 216

9.3.5 Definition of Elastic Bar………………………………………………………. 219

9.3.6 Definition of End Rigid Zone………………………………………………… 219

9.3.7 Definition of Large Rigidity Spring………………………………………… 220

9.3.8 Definition of Composite Components…………………………………….. 220

9.3.9 Building Elements ……………………………………………………….. 222

9.3.10 Definition of Load type………………………………………………………. 222

9.3.11 Definition of Drift Angle ……………………………………………… 222

9.3.12 Definition of Structure Section……………………………………………. 223

9.4 Analysis Phase…………………………………………………………………………. 223

9.4.1 Definition of Gravity Load Case…………………………………………….. 223

9.4.2 Definition of Dynamic Load Case ……………………………………. 224

9.4.3 Building analysis sequence …………………………………………….. 224

9.5 Analysis Results………………………………………………………………………. 225

9.5.1 Top Displacement Time History…………………………………………….. 225

9.5.2 Base Shear Time History ……………………………………………….. 225

9.5.3 Top Displacement- Base Shear Time History ……………………… 226

9.5.4 BRB Responses …………………………………………………………… 226

9.6 Summary …………………………………………………………………………. 227

9.7 References ……………………………………………………………………….. 228

Chapter 10 Seismic Isolator Friction Pendulum

10.1 Principle Analysis…………………………………………………………………… 229

10.1.1 Basic composition of Seismic Isolator Friction Pendulum …… 229

10.1.2 Mechanics Performance of Seismic Isolator Friction Pendulum …  229

10.1.3 Seismic Isolator Friction Pendulum in PERFORM-3D………………. 230

10.2 Examples Introduction ……………………………………………………… 233

10.3 Model Phase………………………………………………………………………….. 235

10.3.1 Operate on Nodes……………………………………………………………… 235

10.3.2 Definition of Components ……………………………………………. 237

10.3.3 Building Elements…………………………………………………………….. 240

10.3.4 Definition of Load case………………………………………………………. 241

10.3.5 Definition of Story Drift Angle…………………………………………….. 242

10.3.6 Definition of Structure Section……………………………………………. 242

10.4 Analysis Phase……………………………………………………………………….. 243

10.4.1 Definition of Gravity Load Case…………………………………………… 243

10.4.2 Definition of Seismic Time History Case …………………………. 243

10.4.3 Building analysis sequence …………………………………………… 244

10.5 Analysis Results……………………………………………………………………… 245

10.5.1 Simulation model Analysis Results……………………………………….. 245

10.5.2 Displacement Time History ………………………………………….. 246

10.5.3 Hysteretic Curve ………………………………………………………… 246

10.6 Summary ……………………………………………………………………….. 248

10.7 References ……………………………………………………………………… 248

Chapter 11 Rubber Isolator Pendulum

11.1 Principle Analysis……………………………………………………………………. 249

11.1.1 Introduction of Rubber Isolator Pendulum ………………………. 249

11.1.2 Mechanics Model of Rubber Isolator Pendulum ………………… 250

11.1.3 Rubber Isolator Pendulum in PERFORM-3D………………………….. 252

11.2 Examples Introduction ……………………………………………………… 254

11.3 Model Phase………………………………………………………………………….. 255

11.3.1 Operate on Nodes………………………………………………………………. 255

11.3.2 Definition of Components ……………………………………………. 255

11.3.3 Building Elements…………………………………………………………….. 256

11.3.4 Definition of Load case………………………………………………………. 257

11.3.5 Definition of Story Drift Angle…………………………………………….. 257

11.3.6 Definition of Structure Section…………………………………………….. 258

11.4 Analysis Phase…………………………………………………………………………. 258

11.4.1 Definition of Gravity Load Case…………………………………………… 258

11.4.2 Definition of Seismic Time History Case …………………………. 258

11.4.3 Building analysis sequence …………………………………………… 258

11.5 Analysis Results……………………………………………………………………… 259

11.5.1 Simulation model Analysis Results……………………………………….. 259

11.5.2 Displacement Time History ………………………………………….. 260

11.5.3 Hysteretic Curve of Rubber Isolator Pendulum …………………. 261

11.5.4 Structural response of Isolator and Non-isolator structure …… 261

11.6 Summary ……………………………………………………………………….. 262

11.7 References ……………………………………………………………………… 262

Chapter 12 Gap-Hook Element

12.1 Introduction ……………………………………………………………………. 263

12.2 Gap-Hook Element in PERFORM-3D…………………………………………. 263

12.3 Examples Introduction ……………………………………………………… 263

12.4 Model Phase………………………………………………………………………….. 264

12.4.1 Gap-Hook Components ……………………………………………….. 264

12.4.2 Gap-Hook Elements ……………………………………………………. 265

12.4.3 Load Type……………………………………………………………………….. 265

12.4.4 Drift Angle………………………………………………………………………. 266

12.5 Analysis Phase……………………………………………………………………….. 266

12.5.1 Definition of Dynamic Load Case…………………………………………. 266

12.5.2 Building analysis sequence …………………………………………… 267

12.6 Analysis Results……………………………………………………………………… 268

12.7 Summary ……………………………………………………………………….. 270

12.8 References ……………………………………………………………………… 271

Chapter 13 Deformation Gage Element

13.1 Introduction of Deformation Gage Element ………………………….. 272

13.1.1 Axial Strain Gage Element …………………………………………… 272

13.1.2 Rotation Gage Beam Type Element ……………………………….. 272

13.1.3 Rotation Gage Wall Type Element …………………………………. 273

13.1.4 Shear Strain Gage Element …………………………………………… 273

13.2 Example 1: Application of Rotation Gage Beam Type Element …. 274

13.2.1 Introduction…………………………………………………………………….. 274

13.2.2 Model Phase…………………………………………………………………….. 274

13.2.3 Analysis Phase …………………………………………………………… 279

13.2.4 Analysis Results……………………………………………………………….. 279

13.3 Example 2: Application of Rotation Gage Wall Type Element …… 280

13.3.1 Introduction…………………………………………………………………….. 280

13.3.2 Model Phase…………………………………………………………………….. 280

13.3.3 Analysis Phase …………………………………………………………… 283

13.3.4 Analysis Results……………………………………………………………….. 283

13.4 Summary ……………………………………………………………………….. 284

13.5 References ……………………………………………………………………… 285

Section III: Comprehension Analysis Subject

Chapter 14 Reciprocation Displacement Loading

14.1 Introduction ……………………………………………………………………. 287

14.2 Reciprocation Displacement Loading Method ………………………… 287

14.2.1 Analysis Method Based on Pushover Case……………………………… 287

14.2.2 Analysis Method Based on Dynamic Force Case ……………….. 288

14.3 Examples of Reciprocation Displacement Loading ………………….. 289

14.3.1 Introduction…………………………………………………………………….. 289

14.3.2 Modelling …………………………………………………………………. 290

14.4 Analysis Result ……………………………………………………………….. 299

14.4.1 Result of Pushover Method…………………………………………………. 299

14.4.2 Result of Dynamic Force ……………………………………………… 300

14.4.3 Comparison……………………………………………………………………… 301

14.5 Summary ……………………………………………………………………….. 302

14.6 References ……………………………………………………………………… 302

Chapter 15 Seismic Analysis under Multi-support Excitations

15.1 Introduction ……………………………………………………………………. 303

15.2 Seismic Analysis under Multi-support Excitations ………………….. 303

15.2.1 Common Method of Seismic Analysis under Multi-support Excitations ….. 303

15.2.2 Seismic Analysis under Multi-support Excitations in PEFORM-3D …… 303

15.3 Examples of Seismic Analysis under Multi-support Excitations …. 304

15.3.1 Introduction…………………………………………………………………….. 304

15.3.2 Seismic wave information ……………………………………………. 305

15.3.3 Time History Analysis Case…………………………………………………. 306

15.3.4 Modelling in SAP2000……………………………………………………….. 307

15.3.5 Modelling in PEFORM-3D………………………………………………….. 312

15.3.6 Analysis Result ………………………………………………………….. 317

15.4 Summary ……………………………………………………………………….. 320

15.5 References ……………………………………………………………………… 320

Chapter 16 Theory and Example of Pushover

16.1 Introduction ……………………………………………………………………. 321

16.2 Introduction of Capacity Spectrum Method …………………………… 321

16.2.1 Building Pushover Curve……………………………………………………. 323

16.2.2 Building Capacity Spectrum Curve ………………………………… 323

16.2.3 Building Demand Spectrum Curve ………………………………… 324

16.2.4 Reduced Demand Spectrum Curve ………………………………… 324

16.2.5 Obtain Performance Point ……………………………………………. 328

16.3 Examples of Pushover Analysis…………………………………………………. 329

16.3.1 Introduction…………………………………………………………………….. 329

16.3.2 Modelling Phase……………………………………………………………….. 331

16.3.3 Analysis Phase …………………………………………………………… 333

16.3.4 Post Processing of Pushover Analysis ……………………………… 336

16.4 Summary ……………………………………………………………………….. 344

16.5 References ……………………………………………………………………… 344

Chapter 17 Dynamic Elasto-plastic Analysis and Seismic Performance Evaluation of the Whole Structure

17.1 Introduction ……………………………………………………………………. 345

17.2 Analysis of Response Spectrum of Minor Earthquake ……………… 346

17.2.1 Analysis Parameter……………………………………………………………. 346

17.2.2 Analysis Result…………………………………………………………………. 347

17.3 Elasto-plastic Analysis Model in PERFORM-3D……………………………. 348

17.3.1 Operations on Nodes………………………………………………………….. 348

17.3.2 Materials…………………………………………………………………………. 349

17.3.3 Frame Beam…………………………………………………………………….. 352

17.3.4 Frame Column …………………………………………………………… 353

17.3.5 Shear Wall……………………………………………………………………….. 354

17.3.6 Near-Surface Mounted Beam………………………………………………. 355

17.3.7 Attribution of Elements ………………………………………………. 356

17.3.8 Load Types………………………………………………………………………. 356

17.3.9 Frame……………………………………………………………………………… 357

17.3.10 Drift Angle ……………………………………………………………… 357

17.3.11 Structural Section……………………………………………………………. 357

17.3.12 Limit State…………………………………………………………………….. 357

17.4 Static Analysis in PERFORM-3D ………………………………………… 358

17.5 Dynamic Elasto-plastic Analysis of Severe Earthquake ……………. 359

17.5.1 Choice of Seismic Wave ………………………………………………. 359

17.5.2 Definition of Analysis Case ………………………………………….. 362

17.5.3 Building Analysis Sequence………………………………………………… 364

17.5.4 Analysis Result…………………………………………………………………. 365

17.6 Summary ……………………………………………………………………….. 374

17.7 References ……………………………………………………………………… 374

Section IV: Simulation of Dynamic Load Structural Test

Chapter 18 Simulation for Shake Table Test of a Reduced Scale Bridge Columns

18.1 Introduction………………………………………………………………………….. 377

18.2 Model Phase …………………………………………………………………… 378

18.2.1 Operations on Nodes………………………………………………………….. 379

18.2.2 Definition of Components…………………………………………………… 379

18.2.3 Building Elements…………………………………………………………….. 383

18.2.4 Definition of Load Type ………………………………………………. 384

18.2.5 Definition of Drift Angel…………………………………………………….. 384

18.3 Analysis Phase ………………………………………………………………… 384

18.3.1 Definition of Load Case……………………………………………………… 384

18.3.2 Building Analysis Sequence …………………………………………. 385

18.4 Analysis Result ……………………………………………………………….. 386

18.5 References ……………………………………………………………………… 386

Chapter 19 Simulation for Shake Table Test of a Full-Scale Bridge Column

19.1 Introduction………………………………………………………………………….. 387

19.2 Model Phase …………………………………………………………………… 390

19.2.1 Operations on Nodes………………………………………………………….. 390

19.2.2 Definition of Components…………………………………………………… 392

19.2.3 Building Elements…………………………………………………………….. 394

19.2.4 Definition of Load Type ………………………………………………. 394

19.2.5 Definition of Drift Angel…………………………………………………….. 395

19.3 Analysis Phase ………………………………………………………………… 396

19.3.1 Definition of Gravity Case………………………………………………….. 396

19.3.2 Definition of Seismic Time History Case …………………………. 396

19.3.3 Building Analysis Sequence …………………………………………. 398

19.4 Analysis Result………………………………………………………………………. 399

19.5 References ……………………………………………………………………… 401

Chapter 20 Simulation for Pseudo-Dynamic Test of a Full-Scale Frame

20.1 Introduction………………………………………………………………………….. 402

20.2 Model Phase …………………………………………………………………… 405

20.2.1 Operations on Nodes………………………………………………………….. 406

20.2.2 Definition of Components…………………………………………………… 407

20.2.3 Building Elements…………………………………………………………….. 410

20.2.4 Definition of Load Type ………………………………………………. 410

20.2.5 Definition of Drift Angel…………………………………………………….. 413

20.3 Analysis Phase ………………………………………………………………… 413

20.3.1 Definition of Load Case……………………………………………………… 413

20.3.2 Building Analysis Sequence …………………………………………. 415

20.4 Analysis Result ……………………………………………………………….. 416

20.5 References ……………………………………………………………………… 417

Section V: Common Warnings and Mistakes

Chapter 21 Common Warnings and Mistakes in Model Phase

21.1 [Nodes] modules………………………………………………………………… 418

21.2 [Component Properties] modules ……………………………………….. 418

21.3 [Drift and Deflections] modules ………………………………………….. 418

21.4 [Limit States] modules ……………………………………………………… 419

Chapter 22 Common Warnings and Mistakes in Analysis Phase

22.1 [Set up Load Cases] modules……………………………………………… 420

22.2 [Run Analysis] modules ……………………………………………………. 420

22.3 [Hysteresis Loops] modules ………………………………………………. 421


14 5

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  • Related Links [相关连接]

[01] 书《PERFORM-3D原理与实例》 汇总页面  (PERFORM-3D Theory and Tutorials Book Page)

[02] [书][PERFORM-3D原理与实例 – 目录] (Table of Contents – Chinese Version )

[03] [书][PERFORM-3D原理与实例 – 前言] (Foreword – Chinese Version )

[04] [Book][PERFORM-3D Theory and Tutorials – Foreword ] [前言英文版]

[05] [书]PERFORM-3D 原理与实例-  第 1 章 – PERFORM-3D软件介绍 ( PERFORM-3D Theory and Tutorials – Chapter 1 :  Introduction of PERFORM-3D )

[06] [书]PERFORM-3D 原理与实例 – 第 2 章 – 入门实例:平面钢框架弹性分析 ( PERFORM-3D Theory and Tutorials – Chapter 2: Quick Start Example : Elastic Analysis of Plane Steel Frame )

[07] [书]PERFORM-3D 原理与实例 – 第 3 章 – 钢筋与混凝土材料的单轴本构关系 ( PERFORM-3D Theory and Tutorials – Chapter 3 : Uniaxial Constitutive Model of Steel and Concrete Material )

[08] [书]PERFORM-3D 原理与实例 – 第 4 章 – 塑性铰模型 ( PERFORM-3D Theory and Tutorials – Chapter 4: Plastic Hinge Model )

[09] [书]PERFORM-3D 原理与实例 – 第 5 章 – 纤维截面模型 ( PERFORM-3D Theory and Tutorials – Chapter 5: Fiber Section Model )

[10] [书]PERFORM-3D 原理与实例 – 第 6 章 – 剪力墙模拟 ( PERFORM-3D Theory and Tutorials – Chapter 6: Shear Wall Simulation )

22 thoughts on “[Book][PERFORM-3D Theory and Tutorials — Table of Contents]

  1. Pingback: [书]PERFORM-3D原理与实例 – 第 19 章 – 足尺桥墩振动台试验模拟 ( Chapter 19: Simulation of a Full Scaled Bridge Column Shake Table Test) | 崔济东的博客 - JiDong Cui's Blog

  2. Pingback: [书]PERFORM-3D原理与实例 – 第 20 章 – 足尺框架伪动力试验模拟 ( Chapter 20: Simulation of a Pseudo-Dynamic Test of a Full-Scale Frame) | 崔济东的博客 - JiDong Cui's Blog

  3. Pingback: [书]PERFORM-3D原理与实例 – 第18章 – 缩尺桥墩振动台试验模拟 (Simulation of a Reduced Scaled Bridge Column Shake Table Test) | 崔济东的博客 - JiDong Cui's Blog

  4. Pingback: [书]PERFORM-3D原理与实例 – 第17章 – 结构整体动力弹塑性分析与抗震性能评估 (Dynamic elasto-plastic analysis and seismic performance evaluation of the whole structure) | 崔济东的博客 - JiDong Cui's Blog

  5. Pingback: [书]PERFORM-3D原理与实例 – 第16章 – Pushover 分析原理与实例 ( Chapter 16 Pushover Analysis Theory and Tutorial ) | 崔济东的博客 - JiDong Cui's Blog

  6. Pingback: [书]PERFORM-3D原理与实例 – 第15章 – 多点激励地震分析 ( Chapter 15 Multi-support Seismic Excitations ) | 崔济东的博客 - JiDong Cui's Blog

  7. Pingback: [书]PERFORM-3D原理与实例 – 第14章 – 往复位移加载的两种方法 | 崔济东的博客 - JiDong Cui's Blog

  8. Pingback: [书]PERFORM-3D原理与实例 – 第13章 – 变形监测单元 | 崔济东的博客 - JiDong Cui's Blog

  9. Pingback: [书]PERFORM-3D原理与实例 – 第12章 – 缝-钩单元 | 崔济东的博客 - JiDong Cui's Blog

  10. Pingback: [书]PERFORM-3D原理与实例 – 第11章 – 橡胶隔震支座 | 崔济东的博客 - JiDong Cui's Blog

  11. Pingback: [书]PERFORM-3D原理与实例 – 第10章 – 摩擦摆隔震支座 | 崔济东的博客 - JiDong Cui's Blog

  12. Pingback: [书]PERFORM-3D原理与实例 – 第9章 – 屈曲约束支撑 | 崔济东的博客 - JiDong Cui's Blog

  13. Pingback: [书]PERFORM-3D原理与实例 – 第8章 – 粘滞阻尼器 | 崔济东的博客 - JiDong Cui's Blog

  14. Pingback: [书]PERFORM-3D原理与实例 – 第7章 – 剪力墙模拟 | 崔济东的博客 - JiDong Cui's Blog

  15. Pingback: [书]PERFORM-3D原理与实例 – 第6章 – 剪力墙模拟 | 崔济东的博客 - JiDong Cui's Blog

  16. Pingback: [书]PERFORM-3D原理与实例 – 第5章 – 纤维截面模型 | 崔济东的博客 - JiDong Cui's Blog

  17. Pingback: [书]PERFORM-3D原理与实例 – 第4章 -塑性铰模型 | 崔济东的博客 - JiDong Cui's Blog

  18. Pingback: [书]PERFORM-3D原理与实例 – 第三章 – 钢筋与混凝土材料的单轴本构关系 | 崔济东的博客 - JiDong Cui's Blog

  19. Pingback: [书]PERFORM-3D原理与实例 – 第二章 – 入门实例:平面钢框架弹性分析 | 崔济东的博客 - JiDong Cui's Blog

  20. Pingback: [书][PERFORM-3D原理与实例 – 工程师评语][Book][PERFORM-3D Theory and Tutorials – Reviews by Engineers ] | 崔济东的博客 - JiDong Cui's Blog

  21. Pingback: [书]PERFORM-3D 原理与实例-第一章-PERFORM-3D软件介绍 | 崔济东的博客 - JiDong Cui's Blog

  22. Pingback: [书][PERFORM-3D原理与实例 — 目录] | 崔济东的博客 - JiDong Cui's Blog

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